CN111608248A - Cast-in-situ rainwater cover plate channel construction method - Google Patents
Cast-in-situ rainwater cover plate channel construction method Download PDFInfo
- Publication number
- CN111608248A CN111608248A CN202010428393.1A CN202010428393A CN111608248A CN 111608248 A CN111608248 A CN 111608248A CN 202010428393 A CN202010428393 A CN 202010428393A CN 111608248 A CN111608248 A CN 111608248A
- Authority
- CN
- China
- Prior art keywords
- template
- concrete
- cover plate
- rainwater
- channel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention belongs to the technical field of infrastructure engineering, and relates to a construction method of a cast-in-place rainwater cover plate channel, which comprises the following steps: the construction of the concrete cushion → the binding of reinforcing steel bars → the installation of a template → the pouring of concrete → the backfilling of earthwork → the prefabrication and the hoisting of the cover plate, the construction sections of the rainwater cover plate channel are divided, so that the joints of the reinforcing steel bars are reduced, and the waste of materials is reduced; the mode of pouring the bottom plate and the wall body simultaneously is adopted, so that construction joints are reduced, and the construction quality of the rainwater cover plate channel is ensured; the water seepage at the pull rod part is effectively prevented through the optimization of the pull rod and the treatment of the pull rod hole; the pouring mode is improved, the pouring progress is accelerated, the machinery and labor are reduced, and the construction cost is reduced; through the mode of arranging the inner support, backfilling firstly and then installing the cover plate, the structural size of the rainwater channel is ensured, and water seepage at the contact part of the cover plate and the wall body is prevented.
Description
Technical Field
The invention belongs to the technical field of infrastructure engineering, and relates to a construction method of a cast-in-place rainwater cover plate channel.
Background
At present, a municipal pipeline rainwater drainage system mostly adopts a cast-in-place rainwater channel and various prefabricated pipes, and the rainwater channel has various forms and sizes according to the drainage quantity. At present, a bottom plate and a wall body are mostly adopted for casting the rainwater channel, and water seepage is easy to occur due to improper treatment of a construction joint. The existing rainwater channel wall body is mostly 20cm, 25cm and 30cm in thickness, when thin-wall concrete pouring is carried out, a back shovel and manual auxiliary warehousing are mostly adopted, concrete scattering is easily caused, waste is caused, the pouring difficulty is large, and the efficiency is low.
Disclosure of Invention
In order to solve the problems in the prior art, the invention provides a construction method of a cast-in-place rainwater cover plate channel. The invention summarizes the key technology of cast-in-situ rainwater cover plate channel construction; through the research on the aspect of cast-in-place rainwater cover plate channel construction, the cast-in-place rainwater cover plate channel construction quality is guaranteed, the construction progress of the rainwater cover plate channel is accelerated, the mechanical and labor cost is reduced, the loss rate of materials is reduced, and the construction task of the cast-in-place rainwater cover plate channel is completed with high efficiency and high quality.
In order to achieve the purpose, the invention adopts the following technical scheme: a construction method of a cast-in-situ rainwater cover plate channel comprises the following steps:
(1) and (3) concrete cushion layer construction:
the cover plate ditch cushion layer is a C15 plain concrete layer with the thickness of 10 cm;
(2) binding steel bars:
popping ink lines on a cushion layer according to the design requirement, placing reinforcing steel bars according to the positions of the ink lines, and ensuring the accuracy of the spacing between the reinforcing steel bars, binding the reinforcing steel bars on the lower layer of a bottom plate according to the grading position lines of the reinforcing steel bars, wherein the positions of joints are required to be staggered, when binding the reinforcing steel bars on the upper layer of the bottom plate, the joints on the upper layer and the lower layer are required to be staggered, stirrup bars are placed at intervals of 500 × 500, wall inserting bars are bound according to the lines, the lower parts of the inserting bars are also bound firmly by horizontal bars, and the reinforcing steel bars are used for ensuring that the reinforcing steel bars are not displaced, and then cushion blocks are immediately padded after the binding of;
(3) installing a template:
the template comprises an inner template and an outer template, a template gap is formed between the inner template and the outer template, the inner template is arranged on one side of the template gap, the outer template is arranged on the other side of the template gap, the bottom of the inner template is in contact with and vertically arranged on one side of a rainwater channel bottom plate, the bottom of the outer template is in contact with and vertically arranged on one side of a cover plate channel cushion layer, the template is made of a bamboo plywood, the thickness of the template is not less than 1.2 cm, vertical square timber is arranged on the back of the template, the size of the vertical square timber is 5 x 10cm, the distance between the vertical square timber is cm, a phi 14 water-stopping type counter-pulling screw rod is arranged between the inner template and the outer template, the distance between the adjacent water-stopping type counter-pulling screw rods is 60 cm, an inner support I is arranged between the inner templates, the outer template is connected with an outer support;
(4) pouring concrete:
firstly, pouring a bottom plate of the rainwater channel, wherein the bottom plate of the rainwater channel adopts a mode of directly putting a back shovel into a bin, and bottom plate concrete is vibrated by adopting a flat plate vibrator and an inserted vibrator;
after the bottom plate of the rainwater channel is poured, pouring concrete on a wall body 3 before the concrete is initially set, putting the concrete into a bin by adopting a back shovel matched with a chute 1, wherein the chute adopts a double-sided slope, the cross section of the chute is triangular, the chute is directly placed on the upper part of a template, the back shovel directly and gradually pours the concrete to two sides of the chute, the concrete directly enters a gap between the templates at two sides of rainwater through the chute 1, the concrete entering the gap between the templates forms a cast-in-situ rainwater channel wall body, the cast-in-situ rainwater channel wall body adopts an inserted vibrator for vibrating, the concrete at the lower layer is inserted for 50-100 mm during vibrating, and each vibrating part must be vibrated until the concrete at the vibrating part is compact;
(5) backfilling earthwork:
backfilling earthwork in layers, wherein the compaction thickness of each layer is not more than 20cm, a bilaterally symmetrical backfilling mode is adopted in the backfilling process, the height difference of two sides is not more than 0.5m, an inner support II is additionally arranged on the inner side of the rainwater channel and used for preventing the deformation of the wall body, and one inner support II is additionally arranged every 5 meters and used for ensuring that the rainwater channel is not displaced or damaged;
(6) prefabricating and hoisting a cover plate:
the reinforced concrete cover plate is prefabricated in a centralized manner in a prefabricated yard, demoulding can be performed after the strength reaches 75% of the design strength, stacking and transportation can be performed after the strength reaches 90%, and transportation is performed by adopting a flat car.
Compared with the prior art, the invention has the beneficial effects that: (1) through dividing the construction paragraph of rainwater apron canal, reduced the steel bar joint, reduced the waste of material.
(2) And a bottom plate and a wall body are poured simultaneously, so that construction joints are reduced, and the construction quality of the rainwater cover plate channel is ensured.
(3) Through optimizing the pull rod and processing the pull rod hole, effectively prevent pull rod position infiltration.
(4) And a pouring mode is improved, so that the pouring progress is accelerated, the machinery and labor are reduced, and the construction cost is reduced.
(5) Through the mode of arranging the inner support, backfilling firstly and then installing the cover plate, the structural size of the rainwater channel is ensured, and water seepage at the contact part of the cover plate and the wall body is prevented.
Drawings
Other features, objects and advantages of the present invention will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, with reference to the accompanying drawings.
Fig. 1 is a schematic view of a cast-in-place rainwater cover channel reinforcement and pouring arrangement in an embodiment of the invention.
FIG. 2 is a schematic diagram of backfill of a cast-in-place rain cover trench according to an embodiment of the present invention
The labels in the figures are: 1. a chute; 2. casting a bottom plate of the rainwater channel in situ; 3. casting a rainwater channel wall body in situ; 4. a first inner support; 5. an outer support; 6. backfilling plain soil; 7. and a second inner support.
Detailed Description
The present invention will be described in further detail with reference to the following examples, which are provided only for illustrating the present invention and are not intended to limit the scope of the present invention.
The invention will be further described with reference to the drawings, reinforcement processing and binding, formwork installation, concrete pouring, cover plate installation and groove backfilling.
The construction process flow comprises the following steps:
construction of a concrete cushion layer → binding of reinforcing steel bars → installation of a template → pouring of concrete → backfilling of earthwork → prefabrication and hoisting of cover plates.
Referring to fig. 1-2, a method for constructing a cast-in-place rainwater cover canal includes the following steps:
(1) and (3) concrete cushion layer construction:
the cover plate canal cushion layer 20 is designed to be a C15 plain concrete layer with the thickness of 10cm, side molds of the cover plate canal cushion layer 20 are erected by 5-10 square timbers, reinforcing steel bars are arranged on two sides of each square timbre to be backed up tightly, the distance between the back supports is 0.5m, and the top surface of each square timbre is controlled by the height of the cover plate canal cushion layer 20. The cover plate canal cushion layer 20 is molded by adopting commercial concrete and a simple chute, the flat vibrator vibrates compactly, and surface scraping and leveling and plastering are carried out according to an elevation control line. And (3) sprinkling water to the bottom layer before pouring the cushion concrete, and timely sprinkling water and covering and maintaining after pouring.
(2) Binding steel bars:
popping ink lines on a cushion layer according to the design requirement, placing reinforcing steel bars according to the positions of the ink lines, and ensuring the accuracy of the spacing between the reinforcing steel bars, binding the reinforcing steel bars on the lower layer of a bottom plate according to the grading position lines of the reinforcing steel bars, wherein the positions of joints are required to be staggered, when binding the reinforcing steel bars on the upper layer of the bottom plate, the joints on the upper layer and the lower layer are required to be staggered, stirrup bars are placed at intervals of 500 × 500, wall inserting bars are bound according to the lines, the lower parts of the inserting bars are also bound firmly by horizontal bars, and the reinforcing steel bars are used for ensuring that the reinforcing steel bars are not displaced, and then cushion blocks are immediately padded after the binding of;
(3) installing a template:
the formwork comprises an inner formwork 31 and an outer formwork 32, a formwork gap 30 is formed between the inner formwork 31 and the outer formwork 32, one side of the formwork gap 30 is provided with the inner formwork 31, the other side of the formwork gap 30 is provided with the outer formwork 32, the bottom of the inner formwork 31 is in contact with one side of the rainwater channel bottom plate 2 and is vertically arranged, the bottom of the outer formwork 32 is in contact with one side of the cover plate channel cushion 20 and is vertically arranged, the formwork adopts a bamboo plywood and the thickness of the formwork is not less than 1.2 cm, the back of the formwork is provided with vertical square timbers, the size of the vertical square timbers is 5cm, the distance between the vertical square timbers is 20cm, a phi 14 water-stop type counter-pulling screw rod 33 is arranged between the inner formwork 31 and the outer formwork 32, the distance between the adjacent water-stop type counter-pulling screw rods 33 is 60 cm, an inner support I4 is arranged between the inner formworks 31, the inner support I4 is fixed between the water-stop type counter, the other end of the outer support 5 is fixed on the inclined plane A, and the inner support 4 and the outer support 5 are supported by steel pipes, so that the stability and the size of the template are ensured to meet the requirements. Double-sided adhesive tapes are filled at the joints of the templates, and special release agents are coated in the templates. The template assembly is tight, no leakage of slurry is caused, and the template assembly has enough strength, rigidity and stability.
(4) Pouring concrete:
the rainwater channel concrete is uniformly supplied by a commercial concrete station, and a one-step pouring forming process of the bottom plate and the wall body is adopted. Firstly, pouring a bottom plate 2 of the rainwater channel, wherein the bottom plate 2 of the rainwater channel adopts a mode of directly putting a back shovel into a bin, and bottom plate concrete is vibrated by adopting a flat plate vibrator and an inserted vibrator;
after the bottom plate 2 of the rainwater channel is poured, the concrete of the wall body 3 is poured before the initial setting of the concrete, the concrete is put into a bin by a back shovel matching with the chute 1, this chute 1 adopts bamboo plywood and square timber to make, it is lighter convenient to remove, this chute 1 adopts the double faced slope, chute 1 cross-section is triangle-shaped, preferred chute 1 includes inclined plane board 11, inclined plane board two 12, bottom surface board 13, interior backup pad one 141 and interior backup pad two 142, inclined plane board 11 and inclined plane board two 12 slope are crossing, inclined plane board 11 bottom is located template clearance 30 upper portion, bottom surface board 13 is fixed in inclined plane board one 11, inclined plane board two 12 bottom, bottom surface board 13 both ends overlap joint in interior template 31 upper portion, inclined plane board one 11, inclined plane board two 12, bottom surface board 13 inside fixed interior backup pad one 141 and interior backup pad two 142, interior backup pad one 141 and interior backup pad two 142 cross-shaped fixed the setting of being "ten" word form in interior backup pad one 141 and interior backup pad two 142 cross-sections.
(5) Backfilling earthwork:
and backfilling earthwork layer by layer, wherein the compacted thickness of each layer of backfilled plain soil 6 is not more than 20cm, the compaction degree needs to meet the requirements of design and specification, and each layer of backfilled soil is backfilled after being qualified through supervision and acceptance. In the backfilling process, a bilaterally symmetrical backfilling mode is adopted, the safety of the device is protected, the height difference of two sides is not more than 0.5m, an inner support II 7 is additionally arranged on the inner side of the rainwater channel and used for preventing the wall body from deforming, one inner support II 7 is additionally arranged every 5m and used for ensuring that the rainwater channel does not displace or damage, steps are reserved in stubbles of adjacent sections during segmented backfilling, the width of each step is not less than 2 times of the thickness, the preferable filling soil in 0.5m above the two sides and the top of the rainwater channel is tamped by adopting a small machine, and when the filling soil exceeds 0.5m above the top of a box culvert, a small road roller is adopted.
(6) Prefabricating and hoisting a cover plate:
the reinforced concrete cover plate is prefabricated in a centralized manner in a prefabricated yard, demoulding can be realized after the strength reaches 75 percent of the design strength, stacking and transportation can be realized after the strength reaches 90 percent, a flat car is adopted for transportation, two points of placing supports are arranged at the end part of the cover plate, the upper surface and the lower surface cannot be inverted,
the cover plate is hoisted by manually matching with a truck crane, before the cover plate is installed, sundries in a rainwater pipe duct and on the top of a wall are cleaned, 2cm of cement mortar with the thickness of 1:2 is sprinkled and smeared, the installation position line is placed, and then the cover plate is installed. After the cover plate is hoisted, the dislocation of the adjacent plates is less than 10mm, and the allowable deviation of the wall pressing length at the end part of the cover plate is 10 mm. The plate joint is subjected to joint pointing by cement mortar with the thickness of 2cm and the ratio of 1: 2.
The scheme is specifically implemented in the following mode: (1) the construction sections are reasonably divided, the length of a single reinforcing steel bar is combined according to the requirements of construction drawings, the sections are divided according to 9m and 12m, the overlapping of the reinforcing steel bars is reduced, and steel is saved.
(2) According to the height and the thickness of the wall body of the cast-in-place rainwater cover plate channel, the distance between the water stop type split screws 33 is optimized, water stop sheets are welded on the split bolts, the use of the split bolts and the treatment of the split bolt holes are reduced, and water seepage points of the wall body are reduced.
(3) The concrete pouring and warehousing means is optimized, and the self-made chute 1 with the double-sided slope is used as the warehousing means, so that the manual and mechanical use is reduced, and the concrete loss is controlled.
(4) After the strength of the rainwater channel concrete meets the requirement, one inner support II is arranged every 5 meters, so that the rainwater channel wall body is prevented from deforming during backfilling.
(5) Backfilling until the backfilled plain soil is 5cm below the top elevation of the wall body, and starting to install the cover plate to prevent the cover plate from being backfilled after installation to cause displacement and water leakage of the rainwater channel.
The foregoing is directed to preferred embodiments of the present invention, other and further embodiments of the invention may be devised without departing from the basic scope thereof, and the scope thereof is determined by the claims that follow. However, any simple modification, equivalent change and modification of the above embodiments according to the technical essence of the present invention are within the protection scope of the technical solution of the present invention.
Claims (1)
1. A construction method of a cast-in-situ rainwater cover plate channel is characterized by comprising the following steps:
(1) and (3) concrete cushion layer construction:
the cover plate ditch cushion layer is a C15 plain concrete layer with the thickness of 10 cm;
(2) binding steel bars:
popping ink lines on a cushion layer according to the design requirement, placing reinforcing steel bars according to the positions of the ink lines, and ensuring the accuracy of the spacing between the reinforcing steel bars, binding the reinforcing steel bars on the lower layer of a bottom plate according to the grading position lines of the reinforcing steel bars, wherein the positions of joints are required to be staggered, when binding the reinforcing steel bars on the upper layer of the bottom plate, the joints on the upper layer and the lower layer are required to be staggered, stirrup bars are placed at intervals of 500 × 500, wall inserting bars are bound according to the lines, the lower parts of the inserting bars are also bound firmly by horizontal bars, and the reinforcing steel bars are used for ensuring that the reinforcing steel bars are not displaced, and then cushion blocks are immediately padded after the binding of;
(3) installing a template:
the template comprises an inner template and an outer template, a template gap is formed between the inner template and the outer template, the inner template is arranged on one side of the template gap, the outer template is arranged on the other side of the template gap, the bottom of the inner template is in contact with and vertically arranged on one side of a rainwater channel bottom plate, the bottom of the outer template is in contact with and vertically arranged on one side of a cover plate channel cushion layer, the template is made of a bamboo plywood, the thickness of the template is not less than 1.2 cm, vertical square timber is arranged on the back of the template, the size of the vertical square timber is 5 x 10cm, the distance between the vertical square timber is cm, a phi 14 water-stopping type counter-pulling screw rod is arranged between the inner template and the outer template, the distance between the adjacent water-stopping type counter-pulling screw rods is 60 cm, an inner support I is arranged between the inner templates, the outer template is connected with an outer support;
(4) pouring concrete:
firstly, pouring a bottom plate of the rainwater channel, wherein the bottom plate of the rainwater channel adopts a mode of directly putting a back shovel into a bin, and bottom plate concrete is vibrated by adopting a flat plate vibrator and an inserted vibrator;
after the bottom plate of the rainwater channel is poured, pouring concrete on a wall body 3 before the concrete is initially set, putting the concrete into a bin by adopting a back shovel matched with a chute 1, wherein the chute adopts a double-sided slope, the cross section of the chute is triangular, the chute is directly placed on the upper part of a template, the back shovel directly and gradually pours the concrete to two sides of the chute, the concrete directly enters a gap between the templates at two sides of rainwater through the chute 1, the concrete entering the gap between the templates forms a cast-in-situ rainwater channel wall body, the cast-in-situ rainwater channel wall body adopts an inserted vibrator for vibrating, the concrete at the lower layer is inserted for 50-100 mm during vibrating, and each vibrating part must be vibrated until the concrete at the vibrating part is compact;
(5) backfilling earthwork:
backfilling earthwork in layers, wherein the compaction thickness of each layer is not more than 20cm, a bilaterally symmetrical backfilling mode is adopted in the backfilling process, the height difference of two sides is not more than 0.5m, an inner support II is additionally arranged on the inner side of the rainwater channel and used for preventing the deformation of the wall body, and one inner support II is additionally arranged every 5 meters and used for ensuring that the rainwater channel is not displaced or damaged;
(6) prefabricating and hoisting a cover plate:
the reinforced concrete cover plate is prefabricated in a centralized manner in a prefabricated yard, demoulding can be performed after the strength reaches 75% of the design strength, stacking and transportation can be performed after the strength reaches 90%, and transportation is performed by adopting a flat car.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010428393.1A CN111608248A (en) | 2020-05-20 | 2020-05-20 | Cast-in-situ rainwater cover plate channel construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010428393.1A CN111608248A (en) | 2020-05-20 | 2020-05-20 | Cast-in-situ rainwater cover plate channel construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111608248A true CN111608248A (en) | 2020-09-01 |
Family
ID=72198321
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010428393.1A Pending CN111608248A (en) | 2020-05-20 | 2020-05-20 | Cast-in-situ rainwater cover plate channel construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111608248A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113512958A (en) * | 2021-05-10 | 2021-10-19 | 山西四建集团有限公司 | Cast-in-place concrete small-section box culvert one-step forming method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002225019A (en) * | 2001-02-02 | 2002-08-14 | Norihiro Umezawa | Method for molding culvert block and its molding |
| CN103469806A (en) * | 2013-09-25 | 2013-12-25 | 浙江天力建设集团有限公司 | Construction method for replacing brick forming die with prefabricated concrete foundation bearing platform side die |
| CN206109997U (en) * | 2016-08-31 | 2017-04-19 | 中建八局第二建设有限公司 | Two -sided sliding chute device |
| CN106930391A (en) * | 2017-04-22 | 2017-07-07 | 郑州市市政工程总公司 | Without mould the construction cast-in-place drainage ditch structure of top board and construction method |
| CN208121808U (en) * | 2018-03-21 | 2018-11-20 | 杭州江润科技有限公司 | Die body system is hung in bottom plate and side wall one-time-concreting molding pond |
| CN109594639A (en) * | 2018-12-22 | 2019-04-09 | 江苏华源建筑设计研究院股份有限公司 | A kind of cast-in-place device of sump cover board |
-
2020
- 2020-05-20 CN CN202010428393.1A patent/CN111608248A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002225019A (en) * | 2001-02-02 | 2002-08-14 | Norihiro Umezawa | Method for molding culvert block and its molding |
| CN103469806A (en) * | 2013-09-25 | 2013-12-25 | 浙江天力建设集团有限公司 | Construction method for replacing brick forming die with prefabricated concrete foundation bearing platform side die |
| CN206109997U (en) * | 2016-08-31 | 2017-04-19 | 中建八局第二建设有限公司 | Two -sided sliding chute device |
| CN106930391A (en) * | 2017-04-22 | 2017-07-07 | 郑州市市政工程总公司 | Without mould the construction cast-in-place drainage ditch structure of top board and construction method |
| CN208121808U (en) * | 2018-03-21 | 2018-11-20 | 杭州江润科技有限公司 | Die body system is hung in bottom plate and side wall one-time-concreting molding pond |
| CN109594639A (en) * | 2018-12-22 | 2019-04-09 | 江苏华源建筑设计研究院股份有限公司 | A kind of cast-in-place device of sump cover board |
Non-Patent Citations (1)
| Title |
|---|
| 七夜1812: "钢筋混凝土盖板渠施工方案", 《百度文库》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113512958A (en) * | 2021-05-10 | 2021-10-19 | 山西四建集团有限公司 | Cast-in-place concrete small-section box culvert one-step forming method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106592426A (en) | Prefabricated template system for transverse pre-stress overall width reinforced concrete bridge deck and construction method | |
| CN112647537A (en) | Pipe gallery construction process | |
| CN110761316B (en) | Prefabricated foundation ring beam prefabricating method and storage tank construction method applying prefabricated foundation ring beam prefabricating method | |
| CN110438914B (en) | Water passing box culvert on soft soil foundation and construction method thereof | |
| CN109610263A (en) | A kind of construction method of fabricated construction sidewalk | |
| CN109972638B (en) | Construction method of prefabricated thin-wall formwork lattice beam ecological slope protection | |
| CN102277963A (en) | Structure for preventing pre-cast concrete from overflowing into post-cast strip | |
| CN113529786B (en) | Garbage filling and mountain-piling supporting and retaining structure and construction method | |
| CN111608248A (en) | Cast-in-situ rainwater cover plate channel construction method | |
| CN113136876A (en) | Construction method of pipe trench | |
| CN211286072U (en) | Post-cast strip seals structure in advance | |
| CN114809000B (en) | Rapid construction method of prefabricated plate brick moulding bed | |
| CN109356126B (en) | Semi-prefabricated gallery structure and gallery construction method | |
| CN111319118A (en) | Prefabrication construction method of box girder in plateau valley bridge construction | |
| CN105839824B (en) | Shed deckhead construction method | |
| CN113062236A (en) | Wall protection integrated pipe culvert and construction method thereof | |
| CN110685710A (en) | Secondary lining construction method and system for intersection of main tunnel and double-layer construction transverse channel | |
| CN110512635A (en) | A kind of regularization template is in lower pier base support device and its construction method | |
| CN221142520U (en) | Cover plate auxiliary road culvert structure | |
| CN216379658U (en) | Precast cover plate of post-cast strip | |
| CN216809966U (en) | Foundation cushion cap side form construction structures in foundation ditch | |
| CN217537031U (en) | Deep basal pit raft, sump pit, elevartor shaft integration construction structures | |
| CN220284877U (en) | Concrete pipe gallery performance improvement structure | |
| CN216640811U (en) | Drainage ditch structure of gravel bin of mixing station | |
| CN114351758B (en) | Composite type junked tire reinforced retaining wall structure and construction process thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200901 |
|
| RJ01 | Rejection of invention patent application after publication |